| 高填土、湿陷性场地地基处理方案设计 |
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| 引用本文： | 陈胜云,张鏖,郁永刚,吴华杰,郑磊.高填土、湿陷性场地地基处理方案设计[J].建筑技术开发,2014(4):8-12. |
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| 作者姓名： | 陈胜云 张鏖 郁永刚 吴华杰 郑磊 |
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| 作者单位： | 总参工程兵第四设计研究院,北京100850 |
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| 摘 要： | 某高填土、湿陷性场地地基回填夯实地基存在严重质量缺陷。通过进行强夯法处理地基方案设计验算，灰土挤密桩复合地基方案设计验算，孔内深层强夯法地基处理方案设计验算，第三方检测单位检测结果表明，该方案符合规范要求。
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| 关 键 词： | 湿陷性场地 地基处理 强夯法 挤密灰土桩法 孔内深层强夯法 |
DESIGN FOR FOUNDATION TREATMENT ON HIGH FILL AND COLLAPSIBLE GROUND |
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| Chen Sheng -yun Zhang Ao Yu Yong -gang Wu Hua -jie Zheng Lei.DESIGN FOR FOUNDATION TREATMENT ON HIGH FILL AND COLLAPSIBLE GROUND[J].Building Technique Development,2014(4):8-12. |
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| Authors: | Chen Sheng -yun Zhang Ao Yu Yong -gang Wu Hua -jie Zheng Lei |
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| Affiliation: | Chen Sheng -yun Zhang Ao Yu Yong -gang Wu Hua -jie Zheng Lei |
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| Abstract: | The backfilled and tamped foundation on a high fill and collapsible ground suffers from serious defects. Design veri- fications are carried out for dynamic compaction foundation treatment, lime - soil compaction pile composite founda- tion treatment and down - hole dynamic compaction foundation treatment, and the result of inspection carried out by the third party inspection organization proves that this scheme satisfies the requirements of specification. |
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| Keywords: | collapsible ground foundation treatment dynamic compaction lime- soil compaction pile down -hole dynamic compaction |
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